Asheford- preliminarySITE PLAN DATA
PARCEL INFORMATION 01-s.
1. DEVELOPER PARCENUMBER ACREAGE REFERENCTAX ID.
SIT CE , PRIME e Q CE 0 1. 9575-51-2954.000 34.13 DB/PG: 01195/0928 09957503 0185 2. 9574-59-2534.000 66.31 DB/PG: 01195/0928 09957504 0185 3. 9575-50-9474.000 11.29 DB/PG: 01134/0793 099575 0186 92 111.73 Total
HORIZON DEVELOPERS, LLC
II 1 IBM (110) 2919 BREEZEWOOD AVE
m, SUITE 200
L FAYETTEVILLE1 NC 28303
aa R ° ALL PARCELS WITHIN PROPOSED DEVELOPEMENT ARE ZONED AS RA-20R
as - 1. ZONING
PRINCE E ® RA-20R FLOOD INFORMATIOFIPSS AREMACRES) COMMUNITY FIRM PANEL QUAD ZONE FLOODWAY CO RF SF HA PANEL TYPE €
a Spout Spri s
2. DIMENSIONAL
30' Front Setback - if street right-of-way is 60' or more 1. 37085 34.35 0328 37085C0150D 35079-C1 X COBRA-OUT OUT CWPP 2. 37085 66.73 0328 37085C0150D 35079-C1 X COBRA-OUT OUT CWPP.
- 35 Front Setback if street right-of-way is less than 60' an 25 Rear Setback 3. 37085 11.36 0328 37085C0150D 35079-C1 X COBRA-OUT OUT CWPP 0
h 16i
VICINITY MAP 20' Corner Setback F"B"I STREET INFORMATION N ..zSTREET NAME/NUMBER LENGTH R/W WIDTH qj a a
NTS 10' Side Setback
3. ACREAGE
Open space/Wetlands/ 42 ASHEFORD WAY 2802.91' VARIABLE 80', 50' Q) W C? v U2
Wildlife Refuge and WYNNGATE DR. 2059.5' VARIABLE 50', 40' W ti
NOTE Passive Recreational Area =11.29-acres LOCKWOOD DR. 3156.94' VARIABLE 50', 40' rg~ CHADWICK LN. 125.75' 40' CUL-DE SAC U z o v s
DEVELOPER SHALL BE RESPONSIBLE FOR MAINTAINING DRAINAGE Residential =100.44-acres W o°o a $
EASEMENTS ON PRIVATE PROPERTY UNTIL HOME OWNERS WYNNBORNE CIR. 410.0' 50 O bi) 0
ASSOCIATION TAKES OVER. TOTAL AREA =111.73-acres zHZHO~rn ~ g
~~'--0~~ slt~LL gE. 2ES~vasl~e Fold 1~r41vJT/~iwJiN~ ALL STREETS WILL USE ASPHAULT CURB AND GUTTER U g
~,I~c ~ Val-l1, M{411uTEtJ~}NCL- ,S ~ z o w zoa
T/tv oUt~ ~y t+ar~~ OwPS A55 4. TOTAL LOTS PROPOSED 151 OC,flT,ON
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GRAPHIC SCALE
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p " 1 r I I ED/BOOK 0111195 PJ~E 8
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4 r XZ / 1 \ \ S~ I ° r i B°y0ti iVt;. "I I ? n`a~O I v"'D oa , r i
~"PARGE 1
\ I ~ b ~r ~.•/IS ( yf 199 '~Ml lea od"~l j'~-~B~ 283 ' r T 1~
I IV ; . ~ A 10• ( 1 B / o`+ r dg ~0 p, ~ ~ p i "a~, n'C'N,
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0 S , r a 42 r , re a c, 1 G 8< 0 r ~ `b $ a ~ ~ r, r r , I T I tl r d~Ap -x
V A h r I• r e r r I° n0`3 I O' r os ro ~ i b tl ea r • 1 r r ~ i I .0 I J qp,, Z I ~ B i V A, 3 \ ~6 r~ ~l r, y9 ~ ~ I 0 e, ~r I~ os \ i
PROPERTY UNE TABLE 1 , , ryN b _:.762.3T-' o .o r r ffi8p;~a , r T' r I n 4 r B ~tl , o-, i
LINE LENGTH BEARING \ \ 2 \ -'C- a , o o 4, o-i4aro a pdn0~ , ; .,ter , 2 ^`o'/a' j0~~a~i ff A oe K ~'°d ~ ~ Po~r ,N qa°".a' m Io1SOi r ~ / 0 Ih'K, 1 B e~ rf1'
I Ll 70.64 - < I"" 27pA ,oop `x`" A r ~.Bp 1,p "a.l r ~~I ex/ 1 r"o ~a' 9 a n N32'23'30"W \ \ B\` r ~ ~i x`,06 W' ~C r raHp~ P r~'o"d?I r 6, ~e " m'r~0 L2 78.14 N12'33'26"W GA ' \/0 /14. ~p oob\ s(, V;(( n$' 95 parr o, T nBa
L3 95.06 N2T06'48"W
R M o r S8 ~ r o4 , L4 70.91 ~ r N27'06'48"W a r B ,v yr ~r o o ~n
ABbS . r os b q' A r L5 85.56 N05'25'45 "E ho- o r 29 A nBe .,00.~
l SS O M ? r ~ r h' `~4 p" ~i A I r0'h' 0, s b U\INT ~ I r T 1`BJ', b P.' ,opt oy~ •~~r f 1 41 CBI
S , ; ^e'a~,r tom" ,ov :ooSD < , ' „Byo A \ E , r,e,o sp• ~ , N ~7 `r r -6 ~ 4ea r ~ ~ I 1 i
N n SAFF"J r`b~1 r y P, sB S , ~Y . % r CURVE TABLE s. .I I oDS\ Asa , I
N I o ~ s I CURVE LENGTH RADIUS CHORD CH. BEARING N C , r ¢ BBB r BB ~c, sg ~ s
C147.12 30.00 42.43 o- ~Bo-~ 0, o-1 PoS' S61'45'19'W 2Q r oa r6 1 o0 I ry C2 Js.m 2+.46 32.01 N282953"W ~ r ~ n~'\B . I ~ad•r <o ' OSe
r 1 , B' r ~(p .q C3 39.27 25.00 32.36 SsraS'19'w , LEGEND Y_
C4 47.12 30.00 42.43 S2B14'41'fi Ao"h~ C5 39.27 25.00 35.36 761'45'19'E ~r ~,CB r"`ma
wv cs 39.27 25.00 3532 S2814!41 *E WATER VALVE
C7 39.27 25.00 35.36 N2814'41'W o WATER METER
C8 Jsz7 25.00 35.36 561'4519 W 1
w 09 39.27 25.00 35.36 S28*Ie41'E y FIRE HYDRANT c1B 39.27 25.00 35.36 N61'45'19'E ps SANITARY SEWER MANHOLE
n C71 39.27 25.00 35.36 52814'41'E >G f
c12 3227 25.02 35.32 s61'45'19w o SANITARY SEWER CLEAN OUT (C. O,) l
o C13 39.27 25.00 35.36 N2814'41'W RIW RIGHT OF WAY I cta 39.27 25.00 3536 N614519E Or C. L. CENTERLINE
C15 38.36 24.82 34.65 ' Nis1112 w - -a UTILITY POLE & GUY
,o C16 3121 25.00 30.03 54039'S2W 0 o CI7 38.95 25.40 35.13 N5747'28'W 69 UTILITY POLE
CI8 39.59 25.00 \ 3558 N3212'32'E
m ® PROPERTY CORNER IIII cts Sass 25.00 35.13 N5747'28 *W
PROPERTY LINE (SURVEYED) rn C20 39.59 25.00 35.58 N3212'32'E C21 25.23 30.00 24.49 N27'50'37E - - -e PROPERTY LINE (UNSURVEYED)
C22 38.59 45.00 37.42 S27"22'1 6"W
$ 023 42.35 42.02 40.01 s24'os'35'E ss- SANITARY SEWER LINE m C24 4222 45.00 40.69 S78'00'03"E - W WATER MAIN
a U-)_ C25 51.69 45.40 4050 N421742'E -UGr UNDERGROUND TELEPHONE/CABLE
C26 4221 45.00 40.68 N17'34'10'W
N 3 C27 25.23 30.00 24.49 S2020'46'E GAS GAS MAIN
° C28 55.44 59.00 53.49 S06'06'31'E -E OVERHEAD ELECTRIC UTILITY LINES
a o C29 37.83 50.00 36.94 S4754'24'W 13 Io M STORM DRAINAGE PIPE C30 49.21 50.00 47.25 S66'38'48"E
C31 41.46 50.00 40.40 N6137'51'E CENTERLINE ROAD (ALIGNMENT) C
o Y C32 40.10 35.00 37.94 N3645'38'E - - - - RIGHT OF WAY s° C33 19.65 25.00 19.15 N09'4741'E
tx L) vU m VUM (IUV UUn C34 56.61 45.00 52.95 52319'04'W _T
g C35 43.72 45.00 42.02 58711'39"w - - - - EXISTING MAJOR CONTOUR d
rn M C36 41.62 45.00 40.15 N3828'39"W a y C37 40.0 45.00 31.36 N0924'41"E PROPOSED MINOR CONTOUR C
C38 4565 45.10 43.72 N57-52'03"E PROPOSED MAJOR CONTOUR N E
o cis 23.83 25.00 2294 S59'37'14"w EXISTING TREE LINE 3 Coo 45.07 4354 43.18 s45.40'07"w - U rc Jc'e ° v
~ cal 53.30 44.54 50.18 Nrzrororw PROPOSED BUFFER BERM neC C._ s;rng moa;cEre~y t
$ N C42 40.59 45.76 39.26 N1216'14"w STREET LIGHT p. ra pa.a?. EE PROJECT: 3159 ~ w
rc C43 60.09 45.15 55.75 N52*0VVE C44 32.03 25.00 29.68 5532]16"W z _
s C45 50.00 31.22 51914'01"W
N ~O SHEEF 1 OF 1
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